The invention discloses a fractured rock
mass roadway combined active and passive support method. The fractured rock
mass roadway combined active and passive support method comprises the steps that the mine rock joint
fissure fracture development condition is observed on site, the thickness of concrete is determined, and a drilling position of an anchor rod hole is arranged and marked; according to a calculation result,
peripheral anchor rod holes are drilled, resin anchor rods are fixed into the anchor rod holes through an anchoring agent, the depth of anchor rods entering mine rock is 2-3m,and the anchor rods exposes from the surface of a roadway by 0.5-1m; steel wire meshes are inserted to exposed rod bodies of the anchor rods from being closely attached to the mine rock every other 0.1-0.2m in a penetrating mode, and at least more than
two layer of steel wire meshes are formed;
steel plates are fixed to anchor rod positions of the outer
layers of the steel wire meshes from bottomto top, and meanwhile, geotechnical cloth is laid on the inner surfaces of the
steel plates; during construction, the
steel plates are fixed while the concrete is poured in surrounding space of the steel plates layer by layer until construction of a whole roadway cross section is completed; and the steel plates are connected and reinforced through steel bars between the longitudinal direction andthe transverse direction. The fractured rock
mass roadway combined active and passive support method is simple in process, high in safety, and saved in
engineering materials.